HomeMy WebLinkAbout05020022-Misc. Central Park InfCarmel ! Clay Central Park
Parcel 1
Port of the South Ho[f of the Northwest Quarter of Section 1. ~ownshio 17 North. Range 5 East, ~amitton Court[y, na~ano eescr~oea es
line a aist~nce of t356.t7 tee 4o the ~thwes comer of the South He o sad Northwest Quortm thence South 68 degrees 05
minutes 26 seconds East along the n~th line thereof a dstance of 2652.69 fee to he west i~e of the ~tenc~ Rairoed Company
~t-of-wey, seid ~ine being 35,00 eet ~est of ~s measured perpendicu~e~ to the ~ast line el said Northw~t Quarter Secti~; thence
So~ h 0 degrees 25 m~nu es 42 seconds West paralel ~ith the east line of sakf Northwest (~uorter o distence ~t 153,5,95..f~et to ~
[53.17 Acres
CRRMEL/CLRY COMM. CTR Fax:~lT-S?l-2,58S
Feb 15 'OS 12:10
P. 02/02
February 15~ 2005
7Geupet, Demars and Hagerman
93~ C~tleway Drive
Indianapolis, In 46:250
Attn: Kent Fonnan
]171511.2580
This is formal notification oftbe address assigned to Central Park in Carmel The
address assig~aed will be 1010 E 111 St Indialclapolis~ Indiana 46280. I would like to
see approved signage within the park property tlm~ would direct Public Safety personne
to a sp~ific building or area wh~re a-~sist~c~c~ Could be needed PleaSe keep th~s letter a:
prool:of the address ~ssigned, you will need to provide it when applying f~r Permits with
the City of carmel.
If you have any questions or concerns please feel ~ree to contacx me at the above numbec.
Hilt, Dick B
Wednesday, February 16, 20052:42 PM
Lillard, Sarah N
RE: Central Park Recreation Center Bldg.
RE; Central P
: or not. Also, you
the Congressional Flex space
Jncan or Mike. Wild let yeu know if we have issues.
lessage .....
Lillard, Sarah N
WednEsday, Eebruary 16, 2005 9:49 AM
B
Central Park Recreation Center BIdg,
the Centrat Park Recr2ation Center building permit
you folks didn t have any outstanding issues
prior to issuance.
Lillard, Sarah N
duffy, John M
Friday, February 04, 2005 7:59 AM
Lillard, Sarah N; Hill, Dick B; Kendall, Jeff A
lg at Central Park
lized. It
the near
delayed due to
Duffy
PH
of water
us]
~entral Park
as
ith you in any way that we can.
46060
!; Dobosiewicz, Jon
mP;(
drienne
Central Park
for building permits in Central Park
~rma
Sarah N
ent:
To:
Broermann [sjb@co.hamilton.in.us]
Fr day, January 28 2005 2:07 PM
ron.r~rris@a~s.com; Keeling, Adrienne M; Hill, Dick B; Hoyt, GaryA; Blanchard, Jim E;
Dobosiewicz, Jon C; Duffy, John M; Kendall, Jeff A; Hollibaugh, Mike P; Westermeier, Mark;
Brewer, Scott I Lillard S~rah N; Akers, William P; dgroves~cinergy.com; Greg Hoyes;
JJC@co.hamilton,in,us; Jason LeMaster; andy.kern~ctrwd.~rg; Candy. Fettner@ct~wd.org;
john-south@ aswcd.org cshupperd@vectren.~;om
kforman@gdhcm.com
Re: Pre-submittal for building permits in Central Park
is outside HCHD jurisdiction.
>>> "Kendatl, JeffA L]Kendall@cLcarmel.m.us 01/28/05 02.02PM ,,,
04080039 For TAC approval on
to P-1
;6
of this permit,
Jon C
:11 AM
RE: Pre-submi
permits in Central Park
C~ndy
te
permits
0306>() FIItK. P'<<<.PJM
--ri:~T>~
AU & ,Witzig Engineering, Inc. _" ....-~~~~\~~~~:7'"
4J\Vt:,'s.t'~}lJtl.'...carmeL i"d"m"4(,I~,,2",ln' ,!l\l' ~ ~(a'~
i':;lTi;~;7,1~~ff)f)f). F;;J:\ j ;S76,~~l,,'TO.'f, ~.
Tested For:
Mr. Kent Forman
Geupel DeMars Hagerman
7930 Castleway Drive / P.O. Box 502710
Indianapolis, IN 46250
Our Report No.: TD4131-BP3B-FIRE
Date: Thursday, March 16, 2006
Project:
Carmel/Clay Central Park
Outdoor Aquatics
Carmel, IN
C(P
L L''''/1I'A ( flllle
In response to your request, our senior engineering technician arrived at the above referenced project to
perform a thickness and density inspection on the in place sprayed-on fireproofing material. Both tests
were performed in accordance with ASTM E 605.
Below arc the results and locations of our inspection:
Roof Framing Plan
Memher T)Cpe
Column
Primary Beam
Secondary Beam
Thirknpss
21.
I 1.
I 1.
Rpquirpd
1%
%
All inspections for thickness today were performed on the following areas:
20' floor framing plan, column lines 15-16 from D.I-H.
If you have any questions regarding this report, please contact us at your convenience.
Structural Steel Inspector: Rill K~hl Ir
Cc: Geupel DeMars Hagerman/Laura Hoffee
Geupcl DeMars Hagerman/Jim Babcock
Williams Architects/Steve Mihelich
Thorton TomascttilRob Stadler
{i5;';, -1;-/;III\\;;i(, kL'iru;:1:, .
1i:;;;di :}{,,:<, ~ bJitH . Fi 'AJ,~f;;: ~ 1.::1~1!!1;{. S(e!n ~k:fJ.~ ~ 1;,,0': Hi$:" IrA.t.t'U
5trrrcrt
,~
FIfZ,E-pVWrI.flr. 05D/.$0
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n !in,t,,?,' [;' '1 Uti '(d,d't!!lX
. -. '.~ ,,_' .-....:>;(:t/(._....-5:-._,..~>? -'-"'~\ff~:
:ot4 ;:'l
i'If.'
f, ^".
Tested For:
Mr. Kent FOlman
Geupel DeMars Hagerman
7930 Castleway Drive / 1',0, Box 502710
Indianapolis, IN 46250
Our Report No,: TD4131-BP4-STEEL
Date: Friday, June 16,2006
Project:
Carmel/Clay Central Park
Cannel, IN
In response to your request, Qur senior engineering technician arrived at the above referenced project to
perform a thickness inspection on the in place sprayed-on fireproofing material, Both tests were
perfonned in accordance with ASTM E 605.
Below are the results and locations of our inspection:
Size of area tested: 50,000 sq.ft
Roof and 2nd Floor Framin~ Plan
Mpmher Type
Colnmn
Primary Beam
Secondary Beam
Roof Decking
Thickness
I 'is"
1 ~"
I"
3/4"
Require....
11/4"
I"
I"
3/4"
Pas'lioi/Fail
Pass
Pass/Fail'
Pass/Fail'
Pass
, All structural beam members did meet the required thickncss specifications, however, all flutes abovc
the beams must be completely filled to prevent damage to the top flange of the beam in the case ofa fire.,
Please correct the deficiencies and contact us for a fe-inspection.
If you have any questions regarding this report, please contact us at your convenience.
Structural Steel Inspector: WiIIi9m I( phi .Ir
Cc: Geupel DeMars Hagennan/Kent Fomlan
Geupel DeMars HagemmnlJim Babcock
R.L. Turner Corporalion/SysuIl Howen
Williams Architects/Steve Mihelich
Thorton Tomasetti/Rob Stadler
C{,;'!;:p.:;;'::::{:.:.',-
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y\ \l-e-P\l.oDl=r.v(, OSD/.JlO
OS-OZOD2Z
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t."'"
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Tested For:
Me. Kent Forman
Geupel DeMars Hagerman
7930 Castleway Drive / P.O. Box 502710
Indianapolis, IN 46250
Our Report No.: TD4131-BP4-STEEL
Date: Tuesday, June 20, 2006
Project:
Carmel/Clay Central Park
Carmel, IN
In response to your request, our senior engineering technician arrived at the above referenced project to
perfonn a thickness inspection on the in place sprayed -on fireproofing material. Both tests were
perfonned in accordance with ASTM E 605.
Below are the results and locations of our inspection:
Size of area tested: 50,000 sq.ft.
Roof anrl 2nd Floor Framinll PEm
Memher Type
Primary Beam
Secondary Beam
Thickness
1 \;4"
I"
Required
1"
I"
Pass/Fail
Pass
Pass
The areas listed above are are-inspection oftbe previously failing members.
If you have any questions regarding this report, please contact us at your convenience.
Structural Steel Inspector: Rill Kehl Ir
Cc: Geupel DeMars HagennanlKent Fonnan
Geupcl DeMars Hagcnnan/Jim Babcock
R.t. Turner CcrporationlSyswlllowell
Williams Architects/Steve Mihelich
Thorton Tomasetti/Rob Stadler
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